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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 LAccepted-Finance | L1 | Accepted-Finance LOWEST BIDDER | |
| 2 | L2₹1.1 L+₹3,418.40 (3.21%)Accepted-Finance CHITTILANCHERY MELARCOD GRAMA PANCHAYATH | ALAPPUZHA | KERALA | 686534 | L2 | Accepted-Finance SECOND LOWEST BIDDER | |
| 3 | L3₹1.1 L+₹4,835.54 (4.54%)Accepted-Finance | L3 | Accepted-Finance THIRD LOWEST BIDDER | |
| 4 | L4₹1.1 L+₹5,281.40 (4.96%)Accepted-Finance | L4 | Accepted-Finance FOURTH LOWEST BIDDER | |
| 5 | L5₹1.2 L+₹9,671.39 (9.08%)Accepted-Finance | L5 | Accepted-Finance FIFTH LOWEST BIDDER |
| Sl No | Description | Qty | Unit | C MUKUNDAN L6 | SIVAPRASAD S L2 | PARTHASARATHI L1 | MIDHUN . M L5 | C UNNIKRISHNAN L3 | UJESH.U L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Urgent Rectification to Sluice wall | |||||||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 2.93 | cum | 257.63 ₹754.86 | 240.16 ₹703.67 | 232.64 ₹681.64 Lowest | 253.77 ₹743.55 | 243.2 ₹712.58 | 244.23 ₹715.59 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 2.93 | cum | 7,932.89 ₹23,243.37 | 7,395.04 ₹21,667.47 | 7,163.4 ₹20,988.76 Lowest | 7,813.9 ₹22,894.73 | 7,488.64 ₹21,941.72 | 7,520.38 ₹22,034.71 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 9.76 | sqm | 386.16 ₹3,768.92 | 359.98 ₹3,513.4 | 348.7 ₹3,403.31 Lowest | 380.37 ₹3,712.41 | 364.54 ₹3,557.91 | 366.08 ₹3,572.94 |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.8 | cum | 8,569.14 ₹15,424.45 | 7,988.15 ₹14,378.67 | 7,737.93 ₹13,928.27 Lowest | 8,440.6 ₹15,193.08 | 8,089.26 ₹14,560.67 | 8,123.54 ₹14,622.37 |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 6 | cum | 8,343.49 ₹50,060.94 | 7,777.8 ₹46,666.8 | 7,534.17 ₹45,205.02 Lowest | 8,218.34 ₹49,310.04 | 7,876.25 ₹47,257.5 | 7,909.63 ₹47,457.78 |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.58 | cum | 9,235.97 ₹5,403.04 | 8,609.77 ₹5,036.72 | 8,340.08 ₹4,878.95 Lowest | 9,097.43 ₹5,322 | 8,718.75 ₹5,100.47 | 8,755.7 ₹5,122.08 |
| 1.01 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 5.16 | sqm | 343.79 ₹1,773.96 | 320.48 ₹1,653.68 | 310.44 ₹1,601.87 Lowest | 338.63 ₹1,747.33 | 324.53 ₹1,674.57 | 325.91 ₹1,681.7 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 12.48 | sqm | 369.76 ₹4,614.6 | 344.69 ₹4,301.73 | 333.89 ₹4,166.95 Lowest | 364.21 ₹4,545.34 | 349.05 ₹4,356.14 | 350.53 ₹4,374.61 |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 17.68 | cum | 729.39 ₹12,898.53 | 678.49 ₹11,998.42 | 658.64 ₹11,647.39 Lowest | 718.45 ₹12,705.07 | 688.54 ₹12,176.14 | 689.99 ₹12,201.78 |
Tender Value
₹1.2 L
EMD Value
₹2,949
Closing Date
13 Mar 2026, 2:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer, LBC Sub Division, Malampuzha Project, Tharekkad, Palakkad Head Post Office Pin 678001
Estimate is prepared for urgent restoration of sluice wall and side protection of Erimayur branch canal
2026_Irrig_844345_1
IRR/PI/TR/352/2026_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
240 days
Erimayur
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,949
Yes
4 Jul 2026
6 Mar 2026
17 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
6 Mar 2026 - 13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Urgent Rectification to Sluice wall | |||||
| 1.001 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - |
| 1.002 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.003 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - |
| 1.004 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.005 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 1.006 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.007 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | - | sqm | - | - |
| 1.008 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.009 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | - | cum | - | - |
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